Indian Oil Corporation Limited Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 2,32,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WRRAJ_181921_1Tender No
PWRJT24060Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
NPS 1 [DN 25] Sch 80 [wall thk 4.55mm]
5
-
3994.77
NPS 3 [DN 80] Sch 80 [wall thk 7.62mm]
1100
-
2440240
NPS 4 [DN 100] Sch 80 [wall thk 8.56mm]
10
-
30566.84
NPS 6 [DN 150] Sch 80 [wall thk 10.97mm]
1100
-
6508574.38
NPS 8 [DN 200] Sch 80[wall thk 12.70mm]
10
-
88482.06
NPS 4 [DN 100] Sch 40 [wall thk 6.02mm] (For Dip Hatch )
50
-
172457
NPS 6 [DN 150] Sch 40 [wall thk 7.11mm] (For Roof Drain )
220
-
1117058.8
NPS 8 [DN 200] Sch 40[wall thk 8.18mm] (For Dip Hatch)
40
-
181410.37
Valves
-
-
-
NPS 1 diameter 150# (ISO 17292 ).
15
-
77294.84
NPS 1 diameter Gate Valve (For TRV Line) API 600/603
2
-
13922.4
NPS 1 dia 150# F/F BS 1868
3
-
14570.75
NPS 3 diameter 150# Ball valves as per BS 5351
20
-
399939.52
NPS 6 diameter SS-316 Butterfly valve
2
-
64703.36
NPS 6 dia 150# Dual Plate Check Valve as per API 594
3
-
162559.88
NPS 6 dia 150# F/F BS 1868
4
-
63165.31
NPS 6 dia 150# F/F CS Gate valves as per API 600
23
-
539827.63
NPS 8 dia ANSI 150# F/F CS Gate valves as per API 600
3
-
92664.17
Pipe fittings conforming ASTM A 105 / A 352 Gr. LF2 / A 216 Gr. WCB / A 234 WPB and dimensions as per ASME B16.9 / ASME B16.5
-
-
-
FLANGE WNRF, NPS 1, Class 150 (TRV and Fire/ Foam Line drain point )
10
-
3616.94
FLANGE WNRF,NPS 2, Class 150
12
-
7372.69
FLANGE WNRF,NPS 3, Class 150
240
-
212558.59
FLANGE WNRF,NPS 4, Class 150
5
-
6503.16
FLANGE WNRF,NPS 6, Class 150
240
-
497953.39
FLANGE WNRF,NPS 8, Class 150
10
-
39093.16
BLIND FLANGE, NPS 3, Class - 150
26
-
21481.52
BLIND FLANGE, NPS 6, Class - 150
5
-
9866.22
BLIND FLANGE, NPS 8, Class - 150
3
-
10847.23
ELBOW, 45 DEG, NPS 3 Schedule 80
30
-
41298.35
ELBOW, 45 DEG, NPS 4 Schedule 80
2
-
2186.19
ELBOW, 45 DEG, NPS 6 Schedule 80
30
-
72750.89
ELBOW, 45 DEG, NPS 8 Schedule 80
4
-
9679.02
ELBOW, 90 DEG, NPS 1 Schedule 80
10
-
4181.21
ELBOW, 90 DEG, NPS 6 Schedule 80
70
-
266778.18
ELBOW, 90 DEG, NPS 8 Schedule 80
4
-
17182.07
REDUCER, CONCENTRIC, NPS 6 x 3, Sch 80 (Sprinkler piping)
20
-
75822.79
REDUCER, CONCENTRIC, NPS 8 x 6, Sch 80 (Sprinkler piping)
5
-
29427.9
REDUCER, CONCENTRIC, NPS 6 x 4, Sch 80 (Foam piping)
10
-
44626.54
REDUCER, CONCENTRIC, NPS 3 x 2, Sch 80 (Foam piping)
12
-
10714.02
REDUCER, ECCENTRIC, NPS 8 x 6, Sch 40 (Roof Drain)
1
-
1496.55
TEE, EQUAL, NPS 3 Straight, Sch 80 (Sprinkler piping)
5
-
3499.17
TEE, EQUAL, NPS 4 Straight, Sch 80 (Foam and Sprinkler piping)
10
-
14523.56
TEE, EQUAL, NPS 6 Straight, Sch 80 (Sprinkler piping)
20
-
49119.86
HALF COUPLING CS, NPS 1/2, Class 3000; (Sprinkler line)
384
-
131989.32
Spiral Wound Metallic Gaskets (SWMG)
-
-
-
NPS 24 (inlet/outlet line)
3
-
4853.2
NPS 6 (Roof Drain)
40
-
11643.77
ASBESTOS FREE(AF) FIBRE JOINTING SHEETS - AF159-Oil/ AF110-water and their equivalents as per intended application
-
-
-
8" - 150#
10
-
2406.02
6" - 150#
200
-
33323.2
4" - 150#
4
-
485.88
3" - 150#
200
-
14832.6
2" - 150#
25
-
964.06
1" - 150#
14
-
450
Neoprene gasket 815mmø x 20mmthk
1
-
13466.75
Steel Fasteners (Studs / bolts conforming ASTM A 193 B7 with two nuts conforming ASTM A 194 Gr. 2H, both heavy hex pattern along with two round washer) Teflon Coated
-
-
-
3/4" dia x 4.75" long (8"-150#)
200
-
68994.6
3/4" dia x 4.50" long (6"-150#)
500
-
184917.8
5/8" dia x 4.00" long (4"-150#)
800
-
385406.88
Steel Fasteners (Studs / bolts conforming ASTM A 193 B7 with two nuts conforming ASTM A 194 Gr. 2H, both heavy hex pattern along with two round washer)
-
-
-
3/4" dia x 4.75" long (8"-150#)
100
-
13377.66
3/4" dia x 4.50" long (6"-150#)
1400
-
149142.56
1" UNC x 8" long to suit 24" shell manholes
100
-
35349.26
1.25" Diameter X 10" long to suit 30" outlet nozzle
20
-
17812.34
1.5" Diameter X 11.75" long to suit stirrers and inet nozzle
200
-
213799.48
1" UNC x 6" long to suit clean out doors
100
-
64845.72
Other components of piping
-
-
-
6" Y-type CS strainers suitable for fire-water service. For Foam header line
6
-
144214.08
Foam maker - Seamless SS 316L (Capacity 200 LPM)
12
-
488495.22
Male instantaneous coupling conforming to IS:903 threaded with Non Return Valve suitable for foam pourer inlet connection (Size 63mm ). Material of coupling, spring & nut shall be SS 316. Male coupling fitted with SS 316 flange.
6
-
57923.6
1" 3000LB half coupling for fixing drain valve of foam line
10
-
2279.17
Sprinkler nozzles 1/2" SS 316L with K factor based on design requirement
384
-
309834.39
Supply of miscellaneous items as per contract specification
-
-
-
Flexible Joint OR flexible hose type roof Drains (6" diameter)
3
-
5746751.43
Primary seal system for floating roof
250
-
2941580.7
Secondary seal system for floating roof
250
-
2582893.15
Submerged shunts
84
-
461118.13
Galvanised Iron strips of 40 mm x 5 mm for tank shell to earth pit connection
300
-
153027.12
Sacrificial (Aluminium-Indium-Zinc Alloy) Anodes for Cathodic Protection (CP) of Tank Bottom (product side)
550
-
685480.29
Guide roller set for gauge well pipe (Brass roller sleeve 2nos x 730mm x 5mm thk + IS 2062 roller 2nos x 40mm dia x 820mm long + Gun metal bush 4nos)
1
-
40985.75
Rolling ladder wheel pair assembly (6mm thk Brass wheel plate over MS wheel plate, MS hub with press fit Brass bush, MS shaft rod, s plit pin, washer and hex nut assembly)
1
-
45494.18
Bypass conductor (Retractable Grounding Assembly type)
9
-
1011509.44
Pressure Vacuum Relief Valve (Breather Valve) including in-line type flame arrestor (deflagration type) of size 4".
4
-
149887.75
Water for Hydrotesting: - Arrangement of potable water for hydro-test of tank under M&I and transporting the same to fire water pond or directly to tank under M&I as directed by EIC/ Site Engineer including supply of material, consumables, manpower, tools, tackles etc. complete on round the clock basis through tankers etc. as per the advice of EIC/ Site Engineer. Water shall be timely arranged by the contractor before the start of hydrotesting of tank to avoid any delay in hydrotesting & thereafter commissioning of tank.
12000
-
1489348.8
Composite Items
-
-
-
Dismantling in part or full of steel plates / pipes / structural shapes including attachments, support structures / clamps etc by ga s cutting / plasma cutting / deseaming / unbolting etc, retrieval of usebale appurtenances (such as pontoon manholes, guage hatch, b reather vales, bleeder vents, nozzles, manholes etc), transportation of dismantled materials to Owners yard, stack in proper manner as directed by Owner's representative and complete in all respect including supervision, manpower,scaffolding, machinery, tools, tac kles, consumables, non-consumables, equipments and other requisite resources.
-
-
-
Roof plates and attachments (5mm/6mm)
25
-
234335.61
Annular bottom plates (14mm / 16mm)
5
-
37522.35
Bottom and sketch plates (8mm / 6mm)
5
-
39230.81
Primary / secondary wind girder plates / curb angle / guard rails
25
-
187760.42
Stairways and rolling ladder
50
-
307820.11
Piping all sizes / all thickness / all heights [Note: The unit of measurement shall be Inch-Meter]
9000
-
1088762.4
Repair by weld-on-patch on tank roof, bottom, shell, wind girders and reinforcement plate in front of inlet- outlet nozzle: The scop e of repair shall include but not limited to taking delivery of plates 5mm / 6mm / 8mm/14mm from Owners stock yard, transporting to site, cutting/ fabricating to required size, fitment, welding and NDE including supply of tools, tackles, consumables and other req uisite resources. Repair scope includes weld on patches on bottom , roof and leg support pad on bottom. NDE covered in separate SOR item
-
-
-
Patch repair on tank roof (upper / lower deck) and wind girder with 5/ 6mm plates
300
-
454840.44
Patch repair on tank bottom with 5mm/ 6mm / 8mm plates
3500
-
6257486.9
Patch repair on shell at wind girder area (8/10mm plates)
10
-
15781.08
Pad plates on tank bottom under leg supports
150
-
264406.14
Replacement works: The scope shall include but not limited to taking delivery of 5/6/8/10/12/14/16 mm thick owner supplied plates fr om owner's store & shifting them to tank, fabrication and erection as per drawing or site specific conditions, welding, testing of welds by suitable NDE (soap solutions under 3 to 5 PSI vacuum for leak proofness / DP test of root & capping of radial butt weld joi nts / Oil-Chalk Test of shell to annular joint), including supply of labours, equipments, tools, tackles, supervision and other requ isite resources to complete the work as per the technical specifications and instructions of EIC/ Site Engineer. NDE covered in sep arate SOR item
-
-
-
Roof upper / lower deck / foam dam (5/6mm)
25
-
828821.38
Annular plates (14/16mm)
45
-
1239795.79
Bottom plates (8mm)
10
-
294256.48
Wind girders (8/10/12mm)
20
-
690236.99
Shell (10/14mm) including its dismantling
10
-
30956.71
Water draw-off sumps on tank bottom (12/14/16mm) including dismantling of existing sumps
4
-
172888.41
Roof drain sumps (8/10mm)
3
-
159795.28
Emergency drain sumps (6/8mm)
6
-
98174.11
Pontoon manhole neck (5/6mm)
5
-
17524.83
Pontoon manhole cover (5/6mm)
5
-
11425.35
Foam guard plate including pourer system (8/10mm)
12
-
310373.46
Funnels for Water Draw Off/ Roof drain (8/10mm)
9
-
197532.64
Weld joint strengthening of tank bottom/ Shell/ Roof/Annular lap/ butt joints by depositing additional weld beads (with 3.15mm or 4m m AWS 5.1 E7018 / AWS 5.1 E 6013 ) wherever required to restore the joints (butt or fillet) including supply of all equipments, cons umables, labours, tools, tackles etc. required to complete the work in all respects as per the specifications and directions of the EIC/ Site Engineer. Testing of weld joints is to be done by vacuum box/ oil chalk/ DP test (covered in separate SOR items) as per si te conditions and instructions of EIC/ Site Engineer.
-
-
-
Weld joint strengthening using AWS A5.1 E6013
300
-
46122.66
Weld joint strengthening using AWS A5.1 E7018
600
-
78007.44
Shell : Penetrations/ Modification /replacement:
-
-
-
Installation of new nozzle: The scope shall include but not limited to cutting a hole on shell 1st course, fabrication of 6" nozzle similar to existing design, installation, providing reinforcement plate at shell penetration joint, welding, carrying out post weld heat treatment including supply of manpower, tools, equipment, machinery, consumables and any other resources
3
-
112471.04
Blinding old nozzle: Scope of work to include but not necessarily limited to blinding of existing 8” diameter nozzles including supp ly of manpower, tools, equipment, machinery, consumables and any other resources
1
-
3207.44
Fabrication, erection and testing of roof drain assembly including supervision, manpower, equipment, machinery, transportation, too ls, tackles, consumables and any other resources and complete the work as per drawing. Note: supply of pipes, roof drain, valves, fittings etc under separate SOR item
3
-
318317.97
Fabrication and erection of diphatch piping (32" sleeve + 24" guide pole with 5 smaller dia (2x8"+3x4" pipes inside)) including supervision, manpower, equipment, machinery, transportation, tools, tackles, consumables and any other resources and complete the w ork as per drawing. [Note: supply of pipes, brass roller, brass flats, gaskets etc under separate SOR item]
800
-
413632.48
Fabrication only of piping system NPS - All sizes upto sch 80, carbon steel . This includes piping of foam, sprinkler , Water draw o ff, product draw off, roof drain interconnection and TRV line including manpower, equipment, machinery, transportation, tools, tackl es, consumables and any other resources and complete the work as per drawing. [Note: The unit of measurement shall be Inch-Dia. Supp ly of pipes and fittings covered under separate SOR]
5000
-
2995725
Erection (NPS - All sizes; all heights, carbon steel/stainless steel) : Assembling, installation and hydro-testing of piping systems (comprising pipe, fittings, valves, gaskets, fasteners etc) including supervision, manpower, equipment, machinery, transportation, tools, tackles, consumables and any other resources and complete the work as per drawing. The scope shall include piping of all size s upto schedule 80 and installed at all heights. [Note: The unit of measurement shall be Inch-Meter]
9500
-
1461447.7
Auto Bleeder Vents:- The scope shall include but not limited to dismantling of existing corroded 8"/6" diameter auto bleeder vents, fabrication, installation, welding, NDE including supply of channel gaskets along with tools, tackles, consumables and any other res ources. NDE covered in separate SOR item.
2
-
21667.63
Breather valves:- The scope shall include but not limited to disassembling, cleaning, testing, calibration & assembling tank breathe r valve along with flame arrestor, cutting, shifting, fabrication, installation, welding, NDE of breather valve piping connected to roof (near seal) as per existing design, blinding of earlier opening of breather valve on lower / upper deck with 5/6 mm plates incl uding the supply of stainless steel wire mesh for breather valve along with tools, tackles, consumables and other requisite resource s. Supply of breather valve along with flame arrestor is separate SOR item. NDE covered in separate SOR item.
4
-
61660.9
Shifting of Leg Support:- The scope shall include but not limited to dismantling of existing leg support, blinding, shifting leg sup port to new location including fabrication, installation and welding of 4 inch sleeve pipe, pad welding on lower and upper deck, NDE including supply of channel gaskets along with tools, tackles including jacking etc. consumables and any other resources. NDE cover ed in separate SOR item.
10
-
41129.73
Structural Works:
-
-
-
Structural Works (shapes/sections/bars ):- The scope of structural steel work shall include supply, fabrication and erection of shap es/sections/bars of roof, staircases, rolling ladder, railings, curb angle, roof rim angle, support structures of wind girders / coo ling rings / foam lines / foam dam / peripheral seals, clamps, handles etc including supply of manpower, equipments, consumables, to ols & tackles etc. complete as per drawings / existing design .
25
-
2333655.03
Structural Works (Stairway and Rolling Ladder steps):- Supply of pre-fabricated GI (thickness of Zinc coating shall be minimum 100µm ) gratings and installation of the same, inclusive of welding, supply of manpower, equipments, consumables, non-consumables, tools, tackles etc. to complete the work in all respects as per tender specifications.
10
-
1123733.23
Staircases, rolling ladder :- The scope of contractor shall include taking delivery of new 8/10mm plates from Owners stock yard, tr ansporting to site,fabrication and erection of shapes/sections/bars of roof, staircases etc including supply of manpower, equipments , consumables, tools & tackles etc. complete as per drawings / existing design
10
-
325489.67
Stairways/wind girder/rolling ladder hand rails:- Supply of 40 mm nominal diameter heavy class pipes as per IS-1239 part-I (latest) for staiways, wind girder and sch. 80 pipe as per SA-106 GrB for rollig ladder. The pipes shall be galvanised as per IS-4736 (Zinc coating shall be minimum 400g/m2), fabrication, welding and erection of stairways/ hand rails including supply of all equipments, ma npower, tools, tackles, consumables, non-consumables etc. to complete the job as per directions of EIC/ Site Engineer.
200
-
155254.96
Cable Tray for rim seal/tank radar gauging/other cables:- Supply, installation & fixing of pre-fabricated ladder type GI cable trays of width 50mm, 100mm, 150 mm, 300 mm, 450 mm & 600 mm as per site requirement and with required fasteners & accessories for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/m) for width of 150 mm, 300 mm, 450 mm & 600 mm respectively with concentric static load as 70 Kg at the centre, with materials, manpower, tools, tackles, consumabl es etc. as per directions of EIC/ Site Engineer.
300
-
37007.16
Boxing up and hydrotesting
-
-
-
Boxing up of the tank:- Boxing up of the tank including supply and fitment of all required gaskets, studs with two nuts and two wash ers of ASTM A 193 Gr.B7/194 2H, providing gaskets between flange connections, tightening as per direction of EIC/ Site Engineer. Sup ply and fitment of nuts/ studs/ bolts of all roof and shell manholes, clean out doors, roof drains, water drains, product drains, in let & outlet nozzles, all body & manifold valves along with all necessary manpower, equipments, tools, tackles, consumables, non-con sumables etc. shall be in scope of contractor. ( Note: Supply of nuts/studs/bolts / gaskets for cleanout doors and shell manholes is covered under seperate SOR items)
1
-
219519.31
Hydrotesting of the tank:- Hydrotesting including making arrangement for filling water for hydrotest upto roof floatation height (2 .5-3m ) or shell height as approved by EIC, transportation of water from fire water pond to tank under M&I by installing 2 nos. dies el engine/ electric motor driven water pumps [with a min. pumping capacity of min. 100 KL/hr] (IOCL to provide diesel/ electric supp ly for operating pumps on chargable basis), holding the roof in floating condition for minimum 48 hours, inspecting all the joints, manholes, ABP area, valves etc.; arrangement of all necessary equipments, pump(s) of sufficient capacity, laying of required pipings / hoses, necessary connections, materials, consumables, non-consumables, manpower, tools, tackles etc. both for pumping the water in to the tank and for emptying the water from the tank; attending leakages through flange joints/ any other joints, if any, as per dir ections of EIC/ Site Engineer (Water shall be supplied by the contractor - separate SOR item). It shall be Contractor's responsibili ty for timely arrangement of water required for hydrotesting. After successful completion of hydrotesting, the water shall be draine d out and shifted/ pumped to the fire water tank/ fire pond (using the above pump & piping) or to the OWS as per instructions of EIC / Site Engineer. Note: In case, water filling is done using Owner's pump(s), only 20% of the SOR rate shall be payable to the contractor.
1
-
283654.54
Civil works
-
-
-
RCC Supports for the Sprinkler Line:- Providing and laying Reinforced Cement Concrete in foundation & column, as directed by EIC, in cluding centering and shuttering where necessary and curing with water including supply of steel reinforcements, necessary labours, tools, tackles, consumables etc. to complete the work in all respect. (M200/ 1 : 1.5 : 3 - 1-Cement : 1.5-sand : 3-stone aggregate 2 0 mm nominal).
50
-
521221.34
PCC 1:3:6:- Providing and laying plain cement concrete of mix 1:3:6 for support of fire water piping system, repair of circumferenti al drain/ radial drain/ apron area, including centering and shuttering where necessary and curing with water complete including cost of materials, equipments, manpower, tools, tackles, consumables, non-consumables etc. to complete the work in all respects as per t ender specifications and directions of EIC/ Site Engineer.
25
-
154425.72
PCC 1:2:4:- Providing and laying plain cement concrete of mix 1:2:4 as directed for support of fire water piping system including, r epair of circumferential drain/ radial drain/ apron area, centering and shuttering where necessary and curing with water complete in cluding cost of materials, equipments, manpower, tools, tackles, consumables, non-consumables to complete the work as per tender spe cifications and directions of EIC/ Site Engineer (excluding cost of reinforcement)
125
-
997473.17
Restoration of the tank dyke wall, surface drains (radial/ circumferential), apron area etc. inclusive of supply of all required sto nes, bricks, sand, gravels, cement, manpower, tools, tackles, equipments, consumables, non-consumables etc. to complete the work in all respects as per directions of EIC/ Site Engineer.
1
-
131662.15
Repair of dyke at fire line/ foam line crossing including necessary supply of all bricks, cements, gravels etc., manpower, tools, ta ckles, consumables, non-consumables etc. to complete work in all respects as per direction of EIC/ Site Engineer.
1
-
8155.55
Earth Pit Renovation & Tank Earthing:- Complete renovation of the earth pits inclusive of excavation of pits for laying of strips, s upply of all type of materials like requisite Copper strips, GI Strips, GI pipe, Copper-GI bi-metallic strip for GI to Copper connec tion, Charcoal, salt, fastening bolts, pipe caps, covers, all required manpower, tools, tackles, consumables, non-consumables, equip ments etc. and civil works with supply of all required materials as per tender specifications. Providing earth resistance values for new pits, connecting them to tank, checking and correcting the earthing bolts on tank shell, as per the instructions of EIC/ Site E ngineer. [Note: The scope includes supply of all requisite materials except for GI strips of 40x5MM which are covered under separate SOR]
10
-
701135.11
Bituminous Carpet Rectification : Supply, laying as per profile and compaction of 50mm thk bituminous carpet (Premix bitumen layer c onsisting 80/ 100 grade black bitumen, coarse river sand and stone gravels in the ratio of 8:25:67) under Tank Bottom/ Annular Plate s including removal & disposal of damaged bitumen padding. This shall include supervision, manpower, machinery, tools, tackles, cons umables, non-consumables, equipments and other requisite resources.
50
-
34560.43
Removal of damaged padding and strengthening of tank bottom Bitumen Padding (in eroded condition) in outer shell to annular joint lo cation approx. size (0.050M x 0.100M). Sealing with hot bitumen of requisite grade by providing concrete weir as per the direction o f EIC/ Site Engineer along with necessary equipments, manpower, tools, tackles, consumables, non-consumables etc. to complete the wo rk in all respects.
250
-
63091.65
Tank Surface Preparation and Painting works: (refer Section-7 of detailed technical specs): The scope includes surface preparation t o defined standard and application of paints to required DFT as per tender specification inclusive of supply of paints, providing al l required manpower, tools, tackles, consumables, non-consumables, equipments etc. to complete the work in all respects as per techn ical specifications and instructions of EIC/ Site Engineer.
-
-
-
Surface cleaning St2 for roof deck internals and Galvanised structures (Stairways, Rolling Ladder, Ladder Track, Gauging Platform)
14200
-
1114441.56
Sweep blasting (SSPC-SP 7/NACE No. 4): Roof lower deck underside & shell internal
5500
-
999460
Surface cleaning (SA2/ NACE No. 3): Tank bottom & roof to make surface suitable for visual/NDT inspection
10000
-
1748288
Surface preparation using water washing with low TDS potable sweet water followed by copper slag blasting (conforming to SA 2.5 surf ace finish) and and profile of 40 to 70µm on all structures plates / pipes / roof / shell / bottom/ attachments at all heights [Note separate SOR item exist for scaffolding]
8500
-
3322337.2
Surface preparation using water washing with low TDS potable sweet water followed by Automated blast cleaning to SA 2.5 surface fini sh and profile of 40 to 70µm- Tank Internals (Bottom / sketch /annular plates, sumps) and Roof
10000
-
5547062
Primer application for Deck Internals: Priming with Red Oxide Zn-phosphate primer (30-35microns) for internal portions of pontoon bo xes, lower side of top deck, upper side of bottom deck, structurals in between the decks, structural supports of floating roof, incl uding the supply of paints, equipments, tools & tackles, labours, consumables etc. to complete the work as per direction of EIC/ Sit e Engineer.
13700
-
1328521.88
Soil side of bottom plates: Supply and application of two coats @ 100µm each of surface tolerant epoxy including the supply of paint s, equipments, tools & tackles, labours, consumables etc. to complete the work as per direction of EIC/ Site Engineer.
150
-
41871.12
Painting Galvanised structures and CS Piping (stairs, handrails, CS Pipe etc):- 1 coat x 50µm per coat of epoxy primer + 1coat x 125 µm per coat of surface tolerant epoxy by brush / roller/ airless spray application followed by one coat of aliphatic polyurethane @ 50µm including supply and application of paints, strip coat on all weld joints projection and supply of all equipments, tools, tackl es, manpower, consumables, non-consumables etc. as per specifications of paint manufacturer and directions of EIC/ Site Engineer. Co lour for sprinkler fire water piping shall be fire red & colour for foam pourer piping shall be canary yellow.
500
-
156001.9
Painting of roof upper deck with associated appurtenances, shell and wind girders: One coat of inorganic zinc silicate primer to a d ry film thickness of minimum 60-75Microns by airless spray application followed by intermediate coat (1 coat x 250µm per coat or 2 c oats x 125µm per coat of Surface tolerant epoxy) and top coat (50µm DFT of Aliphatic polyurethane) by airless spray application, sea ler coat on primed surface by airless spray, stripe coat of surface tolerant epoxy on all weld joints/ projections by brush includin g supply of all requisite resources (paints, equipments, tools, tackles, manpower, consumables, non-consumables etc.) to complete th e work in all respects as per specifications and directions of the EIC/ Site Engineer. The total DFT shall be minimum 360 microns.
12200
-
9076102.16
Primer only application: Tank Internals (Bottom / sketch /annular plates, sumps, nozzles, piping, shell up to 1.5m and other attachm ents) :- Final cleaning of prepared bottom surface by industrial vacuum cleaning, supply and application of 1 (one) coat of epoxy pr imer to a DFT of minimum 50 microns. The painting area also includes painting beneath leg support pipe, small patch plate assembly ( for anode installation). The bolt stem to be covered with tape so that it does not get painted as it has to provide electrical conne ctivity between plate and anode. This item is inclusive of supply of all required resources ( paints, equipments, manpower, consumab les, tools, tackles, consumables, non-consumables etc) to complete the work in all respects as per specifications and instructions o f the EIC/ Site Engineer.
5700
-
883863.66
Finish coat of tank Internals (Bottom / sketch /annular plates, sumps, nozzles, piping, shell internal below roof lower deck and oth er attachments) :- After surface preparation and application of primer on entire tank internals, the primed surface shall be cleaned by industrial vacuum cleaner followed by supply and application of 2 (two) coats of solvent free epoxy to a DFT of minimum 200 micr ons per coat (grey and off-white shades for the 1st and 2nd coats respectively) or single coat of 400 microns (offwhite shade) by Ai rless spray, by brush for stripe coat, carrying out MIBK test, adhesion test, recording DFT, 100% holiday test to detect any pinhole s etc. The painting area also includes small patch plate assembly (for anode installation). The bolt stem to be covered with tape so that it does not get painted as it has to provide electrical connectivity between plate and anode. The total DFT (including primer) shall be minimum 450µm. This item is inclusive of supply of all required paints, all equipments, manpower, consumables, tools, tack les, consumables, non-consumables to complete the work in all respects as per specifications and instructions of the EIC/ Site Engin eer.
5700
-
3054881.94
Radium sticker background: Reflective radium sticker printing (background sticker) and apply including pasting and fixing with suppl y of all manpower, equipments, tools, tackles, consumables, non-consumables, scaffolding (separate SOR item) working at any height e tc. as per instruction of EIC/ Site Engineer to complete work in all respects.
600
-
93300.24
Radium sticker lettering: Reflective radium sticker letter printing and apply in background stickering including pasting and fixing with supply of all manpower, equipments, tools, tackles, consumables, non-consumables, scaffolding (separate SOR item) working at an y height etc. as per instruction of EIC/ Site Engineer to complete work in all respects.
600
-
93300.24
Tank Bottom CP works:
-
-
-
Installation of Galvanic Cathodic Protection (CP) for Tank Bottom (product side):- Installation, Testing and Commissioning of Sacrif icial Anodes Al-In-Zn Alloy including fasteners and Powercrete R-95 / Protal 7000 epoxy coating for carrying out the work of providi ng Cathodic Protection to Tank bottom plates as per terms and conditions of the Tender and instructions of EIC/ Site Engineer.
550
-
167727.56
Service Items
-
-
-
Tank Inspection and Other Works:
-
-
-
RGA Dismantling and Re-installation:- Dismantling of RGA, shifting to the owner’s store/ workshop and shifting back all the componen ts of RGA to the work site after M&I and re-installation of RGA and other accessories/ components upon completion of M&I. Supply of all required equipments, tools, tackles, labours, consumables, non-consumables etc. to complete the work in all respects as per dire ction of EIC/ Site Engineer.
9
-
28409.67
SWG Deflector plate Dismantling and Re-installation:- Dismantling of SWG Deflector plate, shifting to the owner’s store/ workshop an d shifting back all the components of SWG Deflector plate to the work site after M&I and re-installation of SWG Deflector plate and other accessories/ components upon completion of M&I. Supply of all required equipments, tools, tackles, labours, consumables, non-c onsumables etc. to complete the work in all respects as per direction of EIC/ Site Engineer. (Note: Only 50% of the SOR rate is paya ble if only dismantling is carried out without re-installation)
1
-
108198.37
Locking of roof (from operation legs to maintenance legs) including all required manpower, equipments, tools, tackles, as per the di rection of EIC/ Site Engineer.
2
-
59581.15
Locking of roof (from maintenance legs to operation legs) including all required manpower, equipments, tools, tackles, as per the di rection of EIC/ Site Engineer.
2
-
57969.46
Dismantling of secondary seal : Dismantling, transportation and storing of complete secondary seal assembly along with all its acces sories in the owner's store yard or location as designated by EIC/ Site Engineer. This shall include all required tools, tackles, c onsumables, non-consumables, manpower and supervision etc. to complete the work in all respects.
250
-
129587.6
Dismantling of primary seal : Dismantling, transportation and storing of complete primary seal assembly along with all its accessori es in the owner's store yard or location as designated by EIC/ Site Engineer. This shall include all required tools, tackles, consu mables, non-consumables, manpower and supervision etc. to complete the work in all respects.
250
-
151736.2
Installation of Primary Seal: Installation of "liquid mounted" new PolyUrethane seal as per drawing / existing practise & specificat ions inclusive of tools, tackles, equipments, consumables, non-consumables, manpower and supervision for completing the work in all respects as per tender specification.
250
-
166946.4
Installation of Secondary Seal:- Installation of secondary seal system with all related accessories etc. along with provision for in sertion of nozzle of foam based rim seal fire protection system inclusive of necessary equipments, consumables, tools, tackles, manp ower and supervision for completing the work in all respects as per tender specifications.
250
-
186404.6
Installation of Submerged shunts : Installation of submerged shunts as per drawing and direction of Owners representative.
84
-
297499.76
Residual crude oil transfer to other tank:- Installation of (steel/ flexible) piping (approx. 300 m), provision of suitable pump(s), installation, connecting and pumping of residual crude oil/ crude-water mix in the tank (approx. 5000 KLs) from all the water/ prod uct draw offs to the nearest crude oil storage tank as per instructions of EIC/ Site Engineer along with required manpower, tools, t ackles, equipments, consumables, non-consumables etc. to complete the work in all respects.
2
-
336332.76
Opening all the shell & roof manholes (NPS 30 / 24) & flush-out doors as per instructions of EIC/ Site Engineer with all required ma npower, tools, tackles, consumables, non-consumables, equipments etc. to complete the work in all respect.
12
-
32806.6
Making of ramp at the flush-out doors to enable the placement of truck for loading of sludge and restoration after desludging as per instructions of EIC/ Site Engineer with necessary manpower, tools, tackles, consumables, non-consumables etc. to complete the work in all respects.
2
-
13478.9
Arrangement & Installation of air driven flame proof eductor fan(s) for ventilation for gas freeing the tank, as per instructions of EIC/ Site Engineer along with all required tools, tackles, manpower, consumables, non-consumables etc. Suitable documents for the e ductor fan indicating that the same is flame proof shall be submitted to the EIC for its approval prior to using it at the site. Dou ble earthing of all the equipments like motors, eductor fan etc. shall be done. Degasification shall be done inline with API RP 2016 .
6
-
296060.18
Blinding of inlet, outlet & Surge Line and its TRV (NPS 24/36/30): Blinding of flow lines including connected TRV lines (if any) as per directions of EIC/ Site Engineer and tender specifications along with all required manpower, tools, tackles, consumables, non-co nsumables, supervision etc. to complete the work in all respects.
1
-
53733.15
De-Blinding of inlet, outlet & Surge Line and its TRV (NPS 24/36/30): De-Blinding of flow lines including connected TRV lines (if an y) as per directions of EIC/ Site Engineer and tender specifications along with all required manpower, tools, tackles, consumables, non-consumables, supervision etc. to complete the work in all respects.
1
-
62286.11
Shifting of Sludge to Sludge lagoon: The scope shall include entry into tank, making manual / mechanical arrangement for collecting and shifting of sludge in trucks/trolleys placed at the clean out doors, transporting to sludge lagoon / pit located inside Owner’s installation including supervision, supply of all manpower, equipments, tools & tackles, PPE's, breathing apparatus, fire and saf ety appliances etc. to complete the job in all respects as per the direction of EIC/ Site Engineer and tender specifications. Explos ive meter with calibration should be brought by the contractor to continuously monitor the LEL & oxygen level inside the tank. Durin g transportation of sludge, the tractors should be covered properly to avoid any spillage of sludge oil mix inside the station.
1000
-
1078720.6
Tank bottom, shell internal & roof lower deck scraping:- Thorough scraping of the tank bottom, internal surface of shell upto 1.5 m from tank bottom, all pipings, roof supporting legs, water draw off sumps, lower surface of lower deck & other internals etc. as per direction of EIC/ Site Engineer including all required manpower, tools, tackles, consumables, non-consumables etc. to complete the work in all respects.
10600
-
735220.24
Dyke cutting:- Cutting of dykes to enable movement of truck to pick up sludge from tank for pumping the sludge and to enable movemen t of equipments, materials, etc. at site, inclusive of provision of piping for maintaining flow in storm water drain and cleaning, w ater flushing of all hume chambers inside the dyke area & its plugging, as per instructions of EIC/ Site Engineer with necessary man power, tools, tackles, consumables, non-consumables etc. to complete the work in all respects.
1
-
76873.92
Dismantling of cable tray for making approach inside tank dyke along with all required manpower, tools, tackles, consumables, non-co nsumables etc. to complete the work in all respects as per directions of EIC/ Site Engineer.
1
-
21412.65
Installation of cable tray after dyke restoration (after M&I) along with all required manpower, tools, tackles, consumables, non-con sumables etc. to complete the work in all respects as per directions of EIC/ Site Engineer.
1
-
12889.94
Tank Inspection as per API: Carrying out various inspection tests to determine the general condition of tank (79.5m dia x 18.1m ht.) from corrosion and integrity point of view such as Visual Inspection, Bottom & annular plate scanning (approx 5000 sqm ) using the scanners based on MFL (Magnetic Flux Leakage)/ LFET (Low Frequency Electromagnetic Technique), Remote Controlled shell thickness su rvey, manual UT measurement, bottom & shell settlement measurement, roundness/ovality and plumbness measurement of tank as detailed in technical specification inclusive of all skilled/ unskilled manpower, tools, tackles, consumables and submission of detailed repo rt of in hard copies as well as in soft copy with software (if any). All the findings & recommendation with proper diagram/layout sh all be provided in report. An API tank inspector shall visit the site at least once during or after inspection & certify the report.
1
-
1159933.03
Shell scanning:- Tank surface scanning of shell near PWG/SWG weld areas covering 200mm width using the floor scanners based on Magne tic flux leakage (MFL)/ Low Frequency Electromagnetic Technique (LFET) inclusive of all skilled/ unskilled labours, tools, tackles, consumables and submission of detailed report of individual plates in two nos. of hard copies as well as in soft copies with softwar e(s) (if any) in pen drives/DVDs, the reports shall be approved by ASNT level-II inspector.
500
-
264839.2
Testing of weld joints:- Cleaning & buffing of weld joints for testing of the lap/ butt joints on the tank bottom/ top deck/ bottom deck surface/ shell patches/ shell replacement/ annular plate/ tank shell piping welds by Oil Chalk test/ Dye Penetration (DP) test/ Vacuum box test by soap solution under 21 Kpa/ 3PSI vacuum for leak-proofness, including supply of all manpower, tools, tackles, equipments, consumables, non-consumables etc. to complete the work as per API 650 latest edition and instructions of EIC/ Site Engineer.
-
-
-
Vacuum Box Test
4000
-
254502.4
Dye Penetration Test
500
-
46509.7
Oil Chalk Test
250
-
23355.15
Submission of Tank M&I Reports and Drawings:- Submission of tank M&I reports indicating as-built dimensional drawings, bottom/ roof/ shell plate repairs (i.e. position patch repair & plate's replacement), their dimensions, maintenance carried out in the tank, deta iled earth pit drawings along with tank M&I reports of repair and maintenance as per the directions of EIC/ Site Engineer. Details o f desludging works, foam pourer and sprinkler system, it’s as-built drawings, their bill of materials indicating pipe, flanges, fitt ings, fasteners etc. used, tank painting details indicating brand & type of paints used, flexible roof drain make, details & dimensi ons, any other repair & maintenance works shall be incorporated in report submitted by contractor. Contractor shall submit 2 hard co pies and 2 soft copies of all the drawings and tank M&I reports to the EIC within 21 days of the completion of M&I works.
1
-
86002.41
Tank calibration by EODR method:- Calibration of the tank by EODR method including all liaison work with the Competent Authority (M/ s Weights and Measures or as confirmed by Engineer-In-Charge) for approval of the calibration charts, preparation of the charts and payment of fees to the Competent Authority for approval, submission of charts in hard copies as well as soft copy, as per directions of EIC/ Site Engineer including all required arrangement for tank calibration, tools, tackles, consumables etc. to complete the wor k in all respects.
1
-
147253.25
Dismantling & shifting of Stirrers and re-installation after M&I:- Dismantling of electric motors, stirrer assembly, gear boxes, cou pling, belt etc. of the tank stirrers, shifting to the owner’s store/ workshop and shifting back all the components of stirrers to t he work site after M&I and re-installation of electric motors, stirrer assembly, gear box, coupling, belts, supply of gaskets etc. a nd other accessories/ components upon completion of M&I, including alignment of stirrer. Supply of all required equipments, tools, t ackles, labours, consumables, non-consumables etc. to complete the work in all respects as per direction of EIC/ Site Engineer.
3
-
93938.43
Earth Work:- Earth work excavation in foundation trenches or drains upto the depth of 1.5 m including the dressing of sides and ramm ing of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within Owners premises including all required tools, tackles, manpower, consumables, non-consumables etc. to complete in all respects as directed by the EI C/ Site Engineer.
200
-
94286.72
Double Steel Scaffolding:- Erection of Unit Frame type Independent Scaffold as per IS 2750 for working at heights in line with all s afety guidelines, safety equipments, PPEs as indicated in the contract and as per instructions of EIC/ Site Engineer. Supply of all materials, equipments, tools, tackles, materials, consumables, manpower etc. for scaffolding erection works shall be in the scope of contractor. Erection of double steel scaffolding is to be done during dismantling, erection & welding of foam pourer piping, sprink ler rings/ piping, spiral stairways, primary wind girder & secondary wind girder, radium sticker works and during surface preparatio n and painting of tank shell.
3500
-
754014.1
Dehumidification of tank internals during surface preparation, priming and painting works:- Dehumidification of tank internals durin g (a) blasting surface preparation; (b) priming, and; (c) painting to maintain conditions as per technical specifications. Uninterru pted dehumidification conditions shall be maintained till the bottom and internal surface preparation, priming & painting activities are over; as per EIC's instructions. Supply of dehumidifiers, condensers and all equipments with required manpower, tools, tackles, consumables, non-consumables etc. to maintain the minimum required conditions during surface preparation, priming & painting activi ties shall be in the scope of contractor.
1
-
1167668.68
Reconditioning of Gate valve 24/30/ 36"-150 # (Make - VALVO / NEWAY etc. )(Note: The work includes removing valve from the line with hydra Transportation including loading and unloading of valve from site to your workshop for repairs, dismantling of valve and clea ning of valve parts with approved cleaning agent, taking assessment of defects in the valveTaking measurement of valve gate thicknes s. Repair of valve gateincluding dechrome plating, removing damaged portion by machining, metal deposition, final machining, surface grinding and lapping on both sides followed by hardchrome plating on both side and thereafter ensuring dimensions matching to the o riginal measurement and tolerance of the components Repairing of floating seat- 2 nos. by re-metalizing, grinding and lapping in scr atched area. Providing new glass-filled teflon seat in required characteristics, replacement of feedback springProviding new stem se als, gland packing etc. Straightening and hard-chrome plating of valve shaft, replacement of rubber components like Bonnet "O" Ring etc. Providing new bonnet gasket, bottom flange gasket MOC: Spiral WoundAssembly of valveSeat & Hydro test as per API 6D standard sh all be carried out at your workshop in presence of IOCL representative. Coloring with epoxy paint, transportation including loading and unloading of repaired valve from workshop to M&I site, re-installation of repaired valve on the line with hydra.
1
-
470184.4
Transportation of various materials by tractor trailor with minum 2.5 cu. metre for leads upto 3 Km or part thereof including loadin g & unloading, with necessary labours, tools, tackles etc. of items such as cement, sand, scrap, debris, metal, pipes, earth, refrac tory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside batte ry area all complete as per the direction of the EIC/ Site Engineer.
40
-
43117.67
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%